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Home My WebLink About090041_POA for high freeboard_20240808_PLAN_OF ACTION (PoA)_FOR _HIGH _FREEBOARD -AT ANIMAL__ FACILITIES Facility Number: 9-41 County: Bladen Facility Name: Jordan Carter - C4 Farms LLC Certified Operator Name: Jordan Carter Operator # 1010366 Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the lowest point on the top of the dam for lagoons without spillways; and from the current liquid level in the lagoon to the bottom of the spillway for lagoons with spillways. Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6 Lagoon Name/Identifier (ID): _1 Spillway (Yes or No): —No--No-- Level (inches): _ 1.1 _ I ( _ 2. Checkk all applicable items V Liquid level is within the designed structural freeboard elevations of one or more structures. Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within acceptable ranges. X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day l i Plan of Action is attached. Agronomic balance is within acceptable range. -- CO4wa& 811 Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to pumped and hauled is reflected in section III tables. Included within this plan is a list of the proposed sites with related facility number(s), number acres and receiving crop information. Contact and secure approval from the Division of Water Quality prior to transfer of waste to a site not covered in the facility's certified animal waste management plan. Operation will be partially or fully depopulated. - attach a complete schedule with corresponding animal units and dates for depopulation - if animals are to be moved to another permitted facility, provide facility number, lagoon freeboard levels and herd population for the receiving facility 3. Earliest possible date to begin land application of waste: 9 IA4 1 hereby certify that I have reviewed the information listed above and included within the attached Plan of Action, and to the best of my knowledge and ability, the information is accurate and correct. Phone: 910-874-4901 Date: F3 N a q PoA Cover Page 2121/00 C IL TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS -- - FOR ALL WASTE STRUCTURES FOR FACILITY 1. structure ID: 1 line 1= 26135 gallons 2. structure ID: 2 line I = 26234 gallons 3. structure ID: line 1= gallons 4. structure ID: line 1= gallons 5. structure ID: line I = gallons 6. structure ID: line I = gallons n. lines 1+2+3+4+5+6= o. line n 127154 = 52369 gallons 1.93 acre -inches III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD"' 'While this section deals with hydraulic loading capacities, applications cannot exceed agronomic rate for receiving crop according to its certified waste plan. 2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are not considered available to receive waste. p. tract # q. field # r. soil type s. Crop t. acres u. remaining IRR-2PAN balance (Ib/acre) V. maximum application rate (inthr) W. maximum application amount (inches) T877 I Centenary bermuda rass 1.00 125 0.75 1 T877 1B Centenary bermuda rass 1.80 125 0.75 1 T877 2A Centenary Bermuda rass 3.00 125 0.75 1 T877 2B Centenary bermuda rass 3.401 125 0.75 1 T877 3A Centenary bermuda rass 3.801 125 0.75 1 T877 3B Centenary bermuda rass 3.50 125 0.75 1 T877 4A Torhunta bermuda rass 2.20 125 0.45 1 T877 4B Torhunta bermuda rass 1.65 125 0.45 1 T877 5A Torhunta bermuda rass 3.40 125 0.45 1 T877 513 Torhunta bermuda rass 0.76 125 0.45 1 T877 6 Torhunta bermuda rass 3.40 125 0.45 1 T877 7 Torhunta bermuda rass 1.70 125 0.45 1 x. total acres available during 5 day draw down (sum of column t) = 29.61 acres IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE PoA (5 Day) 2/21/00 Y. line o = 0.07 inches per acre to be applied within 5 days line x If unable to land apply hydraulic load listed in line y, list course of action here including pump and -haul, depopulation, herd -reduction; etc -.--For pump & haul -and -herd -reduction options,— — ----------- - 1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation still wet but some pulls will dryoutsoonerand will use those to pump 2. Date and amount of last rainfall event? DATE: 08/08/24 last week AMOUNT: inches 4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in assuming we don'tget more rain from the tropical storm. - include daily schedule; proposed application rates and amounts per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to consio as soon as fields are dry will pump using normal means and rates. PoA (5 Day) 2/21/00 PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 5 DAY DRAW DOWN PERIOD 1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/ldentifier(ID): Jordan Carted 2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard a. current liquid level according to marker 11.0 inches b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches c. line b - line a (inches in red zone) = 8.0 inches d. top of dike surface area according to design (area at below structural freeboard elevation) 25625 ftZ e. line c/12 x line d x 7.48 gallons/ft3 127783 gallons 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design 180 days g. volume of waste produced according to structural design 26023 ft3 h. current herd # 3552 certified herd # 3552 actual waste produced = current herd # x line g = 26023 ft3 certified herd # i. volume of wash water according to structural design ft3 j. excess rainfall over evaporation according to design 15925 ft3 k. (lines h + i +j) x 7.48 x 5 days/line f= 8716 gallons 4. Total PAN to be land applied during draw down period I. current waste analysis dated 7/24/24 0,82 Ibs/1000 gal. m. ((lines e + k)/1000) x line I = 111.9 lbs. PAN 5 Total volume of waste to be land applied during 5 day draw down 1. total volume to be land applied line e + line k = 26135 gallons REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below) PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES 5 DAY DRAW DOWN PERIOD I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE 1. Structure Name/Identifier(ID): I Jordan Carter 2. Current liquid volume in 25 yr./24 hr. stone storage & structural freeboard a. current liquid level according to marker b. designed 25 yr./24 hr. storm & structural freeboard c. line b - line a (inches in red zone) _ d. top of dike surface area according to design (area at below structural freeboard elevation) e. line c/12 x line d x 7.48 gallons/ft3 3. Projected volume of waste liquid produced during draw down period f. temporary storage period according to structural design g. volume of waste produced according to structural design 11.0 Inches 19.0 inches 8.0 inches 34121 It 170150 gallons 180 days 26086 ft3 h. current herd # F 3552 certified herd #F 3552 actual waste produced = current herd # x line g = 26086 ft3 certified herd # I. volume of wash water according to structural design j. excess rainfall over evaporation according to design k. (lines h + 1 +j) x 7.48 x 5 days/line f= 4. Total PAN to be land applied during draw down period I. current waste analysis dated 7/24/24 m. ((lines e + k)/1000) x line I = 5 Total volume of waste to be land applied during 5 day draw down ��fta 21247 ft3 9835 gallons 0.82 Ibs/1000 gal. 147.6 Ibs. PAN I. total volume to be land applied line e + line k : 26234 gallons REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE. (Click on the next Structure tab shown below)